Sensitivity analysis of the effect of initial imperfections on the (i) ultimate load and (ii) fatigue behaviour of steel plate girders
The study is divided into two parts: (i) in the first one, the plate girder (Fig 1) is considered to be exposed to quasiâ€constant loading (ie to loads which are either constant or repeated in a very small number of cycles), while (ii) in the other one, the girder is assumed to be subjected to repe...
Main Authors: | Zdenek Kala, Jirà Kala, Miroslav Škaloud, Bretislav Teplý |
---|---|
Format: | Article |
Language: | English |
Published: |
Vilnius Gediminas Technical University
2005-06-01
|
Series: | Journal of Civil Engineering and Management |
Subjects: | |
Online Access: | http://localhost/journals.vgtu.lt/index.php/JCEM/article/view/8898 |
Similar Items
-
Geometrically non-linear finite element reliability analysis of steel plane frames with initial imperfections / Plieninių rėmų su defektais geometriškai netiesinė baigtinių elementų patikimumo analizė
by: Zdeněk Kala
Published: (2012-02-01) -
Influence of executive imperfections of railway steel bridges construction on operational capacity and fatigue capacity
by: Adam Wysokowski
Published: (2013-06-01) -
Reliability analysis of the lateral torsional buckling resistance and the ultimate limit state of steel beams with random imperfections
by: Zdeněk Kala
Published: (2015-07-01) -
The fatigue behaviour of the breathing webs of steel bridge girders
by: Miroslav Å kaloud, et al.
Published: (2005-12-01) -
Effect of Uncertainty in Localized Imperfection on the Ultimate Compressive Strength of Cold-Formed Stainless Steel Hollow Sections
by: Yanfei Shen, et al.
Published: (2019-09-01)